In recent times, I have been designing a large number of buried underground structures. (I figured many Engineers may have similar experiences on this too). For buried structures, a few of the applied loads are a function of a single variable i.e....

Please find the combination of three models by different engineer. Under this when finally local stresses are checked, the contours are not smooth. if by any chance local axis of elements can be change, this will same a valuable time of re modelli...

Could you please add shortcut to view Plate stresses Graphical Contours ( Mx, My, Mxy, SQx, SQy, Sx, Sy) in the Customize quick commands Pop-Up shortcut using space bar. The current function only brings up tables which is a bit cumbersome when mak...

For analysis of water retaining structure as per IS 3370,staad CE doesn't support IS3370

Currently, if there are multiple design blocks present in a STAAD model, in the post-processing utilization table, design ratio from the last design block is reported. It is very common to define multiple design blocks with different set of parame...

Structure discontinuties provided for thermal expansion isn't allowed in dynamic analysis, so provide feature so that we can analyse such structure without separating the model in individual file..

Hi I have an exceedingly large model which takes hours to run on RCDC. Also, when the model is exported from STAAD to RCDC, all the beam support points are not detected properly by RCDC and I have to spend days just correcting the Beam Continuum. ...

It will be helpful if a function for applying the hydrostatic forces on plate elements either by selecting a group of plates or a selecting a single plate e.g., the PlateID and the pressure at four corners of the plate. Many a times applying the p...

Widely used in industry

when I use RCDC, the column failed to crack-width,but I want to know the result of failed column crack-width value and calcute to deside how to update the model, update Longitudinal reinforcement or stirrup